Hydrometeorological Analysis and Forecasting of a 3-Day Flash-Flood- Triggering Desert Rainstorm

Total Page:16

File Type:pdf, Size:1020Kb

Hydrometeorological Analysis and Forecasting of a 3-Day Flash-Flood- Triggering Desert Rainstorm https://doi.org/10.5194/nhess-2020-189 Preprint. Discussion started: 2 July 2020 c Author(s) 2020. CC BY 4.0 License. Hydrometeorological analysis and forecasting of a 3-day flash-flood- triggering desert rainstorm 5 Yair Rinat1,*, Francesco Marra1,2, Moshe Armon1, Asher Metzger1, Yoav Levi3, Pavel Khain3, Elyakom Vadislavsky3, Marcelo Rosensaft4, Efrat Morin1 (1) Institute of Earth Sciences, The Hebrew University of Jerusalem, Jerusalem, Israel (2) National Research Council of Italy, Institute of Atmospheric Sciences and Climate, CNR-ISAC, Bologna, Italy 10 (3) Israel Meteorological Service, Beit Dagan, Israel (4) Geological Survey of Israel, Jerusalem, Israel Correspondence to: Yair Rinat ([email protected]) Abstract: Flash floods are among the most devastating and lethal natural hazards. In 2018, three flash-flood episodes 15 resulted in 46 casualties in the deserts of Israel and Jordan alone. This paper presents the hydrometeorological analysis and forecasting of a substantial storm (25–27 Apr 2018) that hit an arid desert basin (Zin, ~1400 km2, southern Israel), claiming 12 human lives. Our aim was to: (a) spatially assess the severity of the storm, (b) quantify the time scale of the hydrological response, and (c) evaluate the available operational precipitation forecasting. Return periods of the storm's maximal rain intensities were derived locally, at 1-km2 resolution, using weather radar data and a novel statistical methodology. A high- 20 resolution grid-based hydrological model was used to study the intra-basin flash-flood magnitudes, which were consistent with direct information from witnesses. The model was further used to examine the hydrological response to different forecast scenarios. A small portion of the basin (1–20%) experienced extreme precipitation intensities (75- to 100-year return period), resulting in a local hydrological response of a high magnitude (10- to 50-year return period). Hillslope runoff, initiated minutes after the intense rainfall occurred, reached the streams and resulted in peak discharge within tens of 25 minutes. Available deterministic operational precipitation forecasts poorly predicted the hydrological response in the studied basins (tens to hundreds of km2) mostly due to location inaccuracy. There was no gain from assimilating radar estimates in the numerical weather-prediction model. Therefore, we suggest using deterministic forecasts with caution as it might lead to fatal decision making. To cope with such errors a novel cost-effective methodology is applied by spatially shifting the forecasted precipitation fields. In this way, flash-flood occurrences were captured in most of the sub-basins, resulting in few 30 false alarms. 1 https://doi.org/10.5194/nhess-2020-189 Preprint. Discussion started: 2 July 2020 c Author(s) 2020. CC BY 4.0 License. 1. Introduction Flash floods are rapidly evolving events characterized by a sudden rise in stream-water level and discharge (Sene, 2013). These events often result in casualties and damage (Barredo, 2007; Borga et al., 2019; Doocy et al., 2013; Grodek et al., 35 2012; Petrucci et al., 2019; Vinet et al., 2019), and are ranked among the most devastating natural hazards worldwide (Barredo, 2007; Borga et al., 2014; Doocy et al., 2013; Gaume et al., 2009; Gruntfest and Handmer, 2001; Marchi et al., 2010; Sene, 2013). Flash-flood conditions are frequently met in arid and semiarid regions (Nicholson, 2011; Pilgrim et al., 1988; Schick, 1988; Simmers, 2003; Tooth, 2000), as these areas are generally characterized by localized high rainfall intensities (Sharon, 1972), 40 low precipitation interception and low infiltration rates due to sparse vegetation coverage (Danin, 1983), and exposed bedrock surfaces that are partially covered by shallow, clay-rich, undeveloped soils (Singer, 2007). Although arid and semiarid regions cover more than a third of the world’s land area, knowledge of flash-flood-generating rainfall properties, hydrological response, and flood-forecasting skills in these areas is limited due to poor measurements, sparse documentation, and a relatively small number of studies (Armon et al., 2018; Nicholson, 2011; Simmers, 2003; Yang et al., 2017; Zoccatelli 45 et al., 2019). Rainstorm patterns in arid regions are characterized by localized structures of high rainfall intensities, termed convective rain cells (e.g., Karklinsky and Morin, 2006; Morin and Yakir, 2014; Nicholson, 2011; Sharon, 1972). During rainstorms, one or more convective rain cells can deliver relatively large rainfall amounts over small areas in a short time, directly contributing to runoff initiation and flash-flood occurrence (Archer et al., 2007; Borga et al., 2007; Chappell, 1986; Delrieu et al., 2005; 50 Doswell et al., 1996; Gaume et al., 2016; Marchi et al., 2010; Yakir and Morin, 2011). Yakir and Morin (2011) found that flash floods in arid regions can occur as a result of a single rain cell, and that the flood’s magnitude is sensitive to its starting location, direction, and velocity. Belachsen et al. (2017) found that, in arid regions, storms that generate flash floods are characterized by rain cells with larger area, lower advection velocity, and longer lifetime than storms that do not produce flash floods. Furthermore, rain-gauge networks are unable to adequately sample the spotty precipitation patterns (Faurès et 55 al., 1995; Kampf et al., 2018; Michaud and Sorooshian, 1994; Wheater et al., 2007), limiting our knowledge of rainfall climatology and frequency in arid regions (Marra et al., 2019b; Marra and Morin, 2015). As a result of the complex rainfall patterns, runoff in arid and semiarid regions is often unexpected, localized, and characterized by high temporal variability (Morin et al., 2009b; Nicholson, 2011). Hillslope runoff does not always reach the stream network (Shmilovitz et al., 2020; Yair et al., 1980; Yair and Kossovsky, 2002; Yair and Raz-Yassif, 2004) and 60 transmission losses can further enhance the intra-basin complexities and runoff localization (Greenbaum et al., 2002; Morin et al., 2009a; Walters, 1990). Even in the most extreme events, only part of the basin contributes runoff (Nicholson, 2011; Pilgrim et al., 1988; Yang et al., 2017). 2 https://doi.org/10.5194/nhess-2020-189 Preprint. Discussion started: 2 July 2020 c Author(s) 2020. CC BY 4.0 License. The devastating effect of flash floods is attributed not only to the magnitude of the event, but also to their fast development and unexpected occurrence. When individuals or communities are not aware of the approaching danger, they are unable to 65 escape or protect themselves (e.g., Borga et al., 2019; Creutin et al., 2013). Thus, effective early warning of flash floods greatly depends on the time between the center of mass of the excess rainfall and the peak discharge (Dingman, 2015; USGS, 2012), termed lag time, and the time available between the issuing of the forecast and the peak discharge (Sene, 2013), termed lead time. The former is dictated by nature, while the latter also depends on the accuracy and effectiveness of the forecasting chain. Creutin et al. (2013) and Marchi et al. (2010) calculated lag times for Europe under various climate 70 regimes, and found that it increases with basin area and follows a general power-law behavior, where basins in areas smaller than 100 km2 often had lag times of less than 1 h. Zoccatelli et al. (2019) found that the mean lag time for 14 arid basins (202–1232 km2) in Israel is on the order of tens of minutes to several hours. To increase flash-flood predictability and extend the lead time, accurate rainfall forecasting is required (Alfieri et al., 2012; Sene, 2013). Commonly used methods include weather-prediction models and nowcasting techniques. Global weather- 75 prediction models are routinely used by meteorological agencies worldwide, but their spatiotemporal scales are too coarse for flash-flood applications (Sene, 2013). In recent years, convection-permitting models with spatial resolution of ≤3 km have enabled explicit representation of the convective process, providing better representation of rainfall and better forecast skills on the flash-flood scale (Armon et al., 2020; Clark et al., 2016; Khain et al., 2019; Prein et al., 2015). However, the finer scale increases the sensitivity of these models to initial conditions, leading to spatial uncertainties in their output 80 (Bartsotas et al., 2016; Ben Bouallègue and Theis, 2014; Collier, 2007; Sivakumar, 2017). To cope with these limitations, radar rainfall estimates are routinely assimilated into the models (Clark et al., 2016; Stephan et al., 2008). Nevertheless, spatial and temporal uncertainties in individual forecasts are still observed, and multiple model runs should therefore be considered in a probabilistic ensemble framework (Ben Bouallègue and Theis, 2014; Dey et al., 2016). In general, flash floods remain a poorly understood and documented process (Borga et al., 2019; Foody et al., 2004; Gaume 85 et al., 2009; Nicholson, 2011; Wheater et al., 2007) despite their devastation potential (Borga et al., 2019; Gaume et al., 2009; Inbar, 2019; Tarolli et al., 2012; Zekai, 2008) and increasing impact (Doocy et al., 2013; Wittenberg et al., 2007), especially in arid areas (Zoccatelli et al., 2019, 2020). The present work aims to increase our understanding and knowledge of desert flash floods and to test practical forecasting abilities by presenting a comprehensive study of the rainstorm of 25–27 Apr 2018 that hit the arid Zin basin in southern Israel (1400
Recommended publications
  • XS1 Riffle STA 0+27 Ground Points Bankfull Indicators Water Surface Points Wbkf = 26.9 Dbkf = 1.46 Abkf = 39.4 105
    XS1 Riffle STA 0+27 Ground Points Bankfull Indicators Water Surface Points Wbkf = 26.9 Dbkf = 1.46 Abkf = 39.4 105 100 Elevation (ft) 95 90 0 102030405060 Horizontal Distance (ft) Team 1 Riffle STA 133 Ground Points Bankfull Indicators Water Surface Points Wbkf = 23.4 Dbkf = 1.48 Abkf = 34.6 105 100 Elevation (ft) 95 90 0 1020304050 Horizontal Distance (ft) XS3 Lateral Scour Pool STA 0+80.9 Ground Points Bankfull Indicators Water Surface Points Inner Berm Indicators Wbkf = 25.9 Dbkf = 1.73 Abkf = 44.7 105 Wib = 14 Dib = .93 Aib = 13.1 Elevation (ft) 90 0 90 Horizontal Distance (ft) Team 1 Lateral Scour Pool STA 211 Ground Points Bankfull Indicators Water Surface Points Inner Berm Indicators Wbkf = 26.8 Dbkf = 1.86 Abkf = 49.7 105 Wib = 15.2 Dib = .91 Aib = 13.7 100 Elevation (ft) 95 90 0 1020304050 Horizontal Distance (ft) XS2 Run STA 0+44.1 Ground Points Bankfull Indicators Water Surface Points Wbkf = 22.6 Dbkf = 1.96 Abkf = 44.4 105 100 Elevation (ft) 95 90 0 102030405060 Horizontal Distance (ft) Team 1 Run STA 151 Ground Points Bankfull Indicators Water Surface Points Wbkf = 24.2 Dbkf = 1.69 Abkf = 40.9 105 100 Elevation (ft) 95 90 0 1020304050 Horizontal Distance (ft) XS4 Glide STA 104.2 Ground Points Bankfull Indicators Water Surface Points Wbkf = 25.9 Dbkf = 1.62 Abkf = 42 106 Elevation (ft) 95 0 70 Horizontal Distance (ft) Team 1 Glide STA 236 Ground Points Bankfull Indicators Water Surface Points Inner Berm Indicators Wbkf = 20.8 Dbkf = 1.75 Abkf = 36.3 105 Wib = 15.7 Dib = .85 Aib = 13.3 100 Elevation (ft) 95 90 0 1020304050
    [Show full text]
  • Stream Restoration, a Natural Channel Design
    Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state.
    [Show full text]
  • The Form of a Channel
    23 GEOMORPHOLOGY 201 READER The bankfull discharge is that flow at which the channel is completely filled. Wide variations are seen in the frequency with which the bankfull discharge occurs, although it generally has a return period of one to two years for many stable alluvial rivers. The geomorphological work carried out by a given flow depends not only on its size but also on its frequency of occurrence over a given period of time. The flow in river channels exerts hydraulic forces on the boundary (bed and banks). An important balance exists between the erosive force of the flow (driving force) and the resistance of the boundary to erosion (resisting force). This determines the ability of a river to adjust and modify the morphology of its channel. One of the main factors influencing the erosive power of a given flow is its discharge: the volume of flow passing through a given cross-section in a given time. Discharge varies both spatially and temporally in natural river channels, changing in a downstream direction and fluctuating over time in response to inputs of precipitation. Characteristics of the flow regime of a river include seasonal variations in discharge, the size and frequency of floods and frequency and duration of droughts. The characteristics of the flow regime are determined not only by the climate but also by the physical and land use characteristics of the drainage basin. Valley setting Channel processes are driven by flow and sediment supply, although the range of channel adjustments that are possible are often restricted by the valley setting.
    [Show full text]
  • Flood Regime Typology for Floodplain Ecosystem Management As Applied to the Unregulated Cosumnes River of California, United States
    Received: 29 March 2016 Revised: 23 November 2016 Accepted: 1 December 2016 DOI: 10.1002/eco.1817 SPECIAL ISSUE PAPER Flood regime typology for floodplain ecosystem management as applied to the unregulated Cosumnes River of California, United States Alison A. Whipple1 | Joshua H. Viers2 | Helen E. Dahlke3 1 Center for Watershed Sciences, University of California Davis, CA, USA Abstract 2 School of Engineering, University of Floods, with their inherent spatiotemporal variability, drive floodplain physical and ecological pro- California Merced, CA, USA cesses. This research identifies a flood regime typology and approach for flood regime character- 3 Land, Air and Water Resources, University of ization, using unsupervised cluster analysis of flood events defined by ecologically meaningful California Davis, CA, USA metrics, including magnitude, timing, duration, and rate of change as applied to the unregulated Correspondence lowland alluvial Cosumnes River of California, United States. Flood events, isolated from the Alison A. Whipple, Center for Watershed 107‐year daily flow record, account for approximately two‐thirds of the annual flow volume. Sciences, University of California Davis, CA, USA. Our analysis suggests six flood types best capture the range of flood event variability. Two types Email: [email protected] are distinguished primarily by high peak flows, another by later season timing and long duration, Funding information two by small magnitudes separated by timing, and the last by later peak flow within the flood California Department of Fish and Wildlife, event. The flood regime was also evaluated through inter‐ and intra‐annual frequency of the iden- Grant/Award Number: E1120001; National Science Foundation, Grant/Award Number: tified flood types, their relationship to water year conditions, and their long‐term trends.
    [Show full text]
  • River Maintenance Methods Attachment
    Joint Biological Assessment, Part II River Maintenance Methods Attachment River Maintenance Methods Attachment 1. Introduction Each strategy can be implemented using a variety of potential methods. The selection of methods depends upon local river conditions, reach constraints, and environmental effects. Method categories are described in section 3.2.3. Methods are the river maintenance features used to implement reach strategies to meet river maintenance goals. Methods can be used as multiple installations as part of a reach-based approach, at individual sites within the context of a reach- based approach, or at single sites to address a specific river maintenance issue that is separate from a reach strategy. The applicable methods for the Middle Rio Grande (MRG) have been organized into categories of methods with similar features and objectives. Methods may be applicable to more than one category because they can create different effects under various conditions. The method categories are: • Infrastructure Relocation or Setback • Channel Modification • Bank Protection/Stabilization • Cross Channel (River Spanning) Features • Conservation Easements • Change Sediment Supply A caveat should be added that, while these categories of methods are described in general, those descriptions are not applicable in all situations and will require more detailed, site-specific, analysis for implementation. It also should be noted that no single method or method combination is applicable in all situations. The suitability and effectiveness of a given method are a function of the inherent properties of the method and the physical characteristics of each reach and/or site. It is anticipated that new or revised methods will be developed in the future that also could be used on the Middle Rio Grande.
    [Show full text]
  • Restoring Meanders to Straightened Rivers 1
    M ANUAL OF R IVE R R ESTO R ATION T ECHNIQUES Restoring Meanders to 1 Straightened Rivers 1.8 Restoring a meandering course to a high energy river ROTTAL BURN LOCATION – GLEN CLOVA, ANGUS, SCOTLAND NO36936919 DATE OF CONSTRUCTION – TWO PHASES - MAY/JUNE 2012 AND AUGUST 2012 Rottal Burn High energy, gravel LENGTH – 1,200m COST – £200,000 WFD Mitigation measure Waterbody ID 5812 Designation SAC Description Project specific Fish, Habitat, The Rottal Burn has a steep catchment of 17.05km² to its monitoring Macroinvertebrates, Plants, confluence with the River South Esk. The final 1km of the Birds, Morphology Rottal Burn between Rottal Lodge and its confluence with the River South Esk was realigned and straightened soon after the 1830s. In this final reach the steep catchment meets the South Esk glen. This reduces the gradient and results in deposition of bed material. The bed of the channelized burn was continually aggrading and sediment was sediment was being deposited at the confluence with the River South Esk. In response, sand, gravel owner of Rottal Estates, the fisheries trust saw an opportunity and cobbles had been dredged and and used for agricultural to improve the availability of fish habitat, and improve the embankments (up to 2.2m above field level) to reduce the overall habitat, by restoring the burn to a naturally functioning frequency of flooding of the surrounding fields. In 2003, the state and reconnecting it with its floodplain. This would support stretch was dredged again, destroying the existing habitat. the recovery of sustainable populations of Atlantic salmon, brown trout (Salmo trutta) and, in the long term, freshwater The River South Esk and its tributaries are designated for pearl mussel (which is dependant on salmonids for the Atlantic salmon (Salmo salar) and freshwater pearl mussel completion of its life cycle).
    [Show full text]
  • Modeling Forced Pool–Riffle Hydraulics in a Boulder-Bed Stream, Southern California ⁎ Lee R
    Geomorphology 83 (2007) 232–248 www.elsevier.com/locate/geomorph Modeling forced pool–riffle hydraulics in a boulder-bed stream, southern California ⁎ Lee R. Harrison , Edward A. Keller Department of Earth Science, University of California, Santa Barbara, Santa Barbara, CA 93106, USA Received 2 May 2005; received in revised form 13 February 2006; accepted 13 February 2006 Available online 11 July 2006 Abstract The mechanisms which control the formation and maintenance of pool–riffles are fundamental aspects of channel form and process. Most of the previous investigations on pool–riffle sequences have focused on alluvial rivers, and relatively few exist on the maintenance of these bedforms in boulder-bed channels. Here, we use a high-resolution two-dimensional flow model to investigate the interactions among large roughness elements, channel hydraulics, and the maintenance of a forced pool–riffle sequence in a boulder-bed stream. Model output indicates that at low discharge, a peak zone of shear stress and velocity occurs over the riffle. At or near bankfull discharge, the peak in velocity and shear stress is found at the pool head because of strong flow convergence created by large roughness elements. The strength of flow convergence is enhanced during model simulations of bankfull flow, resulting in a narrow, high velocity core that is translated through the pool head and pool center. The jet is strengthened by a backwater effect upstream of the constriction and the development of an eddy zone on the lee side of the boulder. The extent of flow convergence and divergence is quantified by identifying the effective width, defined here as the width which conveys 90% of the highest modeled velocities.
    [Show full text]
  • Sediment Impact Anaysis for the Lower Thames Flood Strategy Study
    PROCEEDINGS of the Eighth Federal Interagency Sedimentation Conference (8thFISC), April2-6, 2006, Reno, NV, USA SEDIMENT IMPACT ANAYSIS FOR THE LOWER THAMES FLOOD STRATEGY STUDY Ian M Tomes, SE Area Flood Risk Manager, Environment Agency (Thames Region), Frimley, Surrey, UK, [email protected]; Oliver P. Harmar, Consultant Geomorphologist, Halcrow Group, Leeds, UK, [email protected]; Colin R. Thorne, Professor of Physical Geography, University of Nottingham, Nottingham, UK, [email protected], INTRODUCTION Sediment impact assessment was performed during the Lower Thames Flood Strategy Study to assess the geomorphological sustainability of river-bed re-profiling to reduce flood risk in the reach between Datchet and Teddington. The specific objectives of the sediment study were to: i. estimate how much sediment is likely to be deposited in, or eroded from, the study reach by flows up to and including long return interval flood events for ‘do minimum’ and ‘bed reprofiling’ options that would lower the bed by 0.5 to 1 m; ii. estimate an average annual rate of sedimentation for the ‘do minimum’ and ‘bed reprofiling’ options. MORPHOLOGY OF THE RIVER THAMES The study reach of the River Thames has the characteristics of a mature, lowland river with well developed meanders and reaches divided by stable, mid-channel islands. The movement of water and sediment along the river has been controlled by locks and weirs for over a century. These structures present obstructions to the natural movement of sediment and dredging was, historically, required to maintain a navigable channel. The banks along much of the navigable river have been stabilised by revetment and, therefore, the river is unable to adjust its planform.
    [Show full text]
  • Fordebris Flow Triggering Characteristics and Occurrence Probability After Extreme Rainfalls: Case Study in the Chenyulan Watershed, Taiwan
    forDebris flow triggering characteristics and occurrence probability after extreme rainfalls: case study in the Chenyulan watershed, Taiwan Jinn-Chyi Chen1, Jiang- Guo Jiang1, Wen-Shun Huang2, Yuan-Fan Tsai3 5 1Department of Environmental and Hazards-Resistant Design, Huafan University, Taipei 22301, Taiwan 2 Ecological Soil and Water Conservation Research Center, National Cheng Kung University, Tainan 70101, Taiwan 3Department of Social and Regional Development, National Taipei University of Education, Taipei 10671, Taiwan 10 Correspondence to: Jinn-Chyi Chen ([email protected]) ABSTRACT. Rainfall and other extreme events often trigger debris flows in Taiwan. This study examines the debris flow triggering characteristics and probability of debris flow occurrence after extreme rainfalls. The Chenyulan watershed, central Taiwan, which has suffered from the Chi-Chi 15 earthquake and extreme rainfalls, was selected as a study area. The rainfall index (RI) was used to analyze the return period and characteristics of debris flow occurrence after extreme rainfalls. The characteristics of debris flow occurrence included the variation in critical RI, threshold of RI for debris flow triggering, and recovery period, the time required for the lowered threshold to return to the original threshold. The variations in critical RI after extreme rainfall and the recovery period associated with RI 20 are presented. The critical RI threshold was reduced in the years following an extreme rainfall event. The reduction in RI as well as recovery period were influenced by the RI. Reduced RI values showed an increasing trend over time, and it gradually returned to the initial RI. The empirical relationship between the probability of debris flow occurrence (P) and corresponding return period (T) of the rainfall characteristics for areas affected by extreme rainfalls and affected by the Chi-Chi earthquake were 25 developed.
    [Show full text]
  • Developments in Stream Ecosystem ~ H E O R
    Developments in Stream Ecosystem ~heory' G. Wayne Minshall Department of Biology, Idaho State University, Pocatello, ID 83209, USA Kenneth W. 6umrnins2 Department sf Fisheries and Widlife, Oregon State University, CorvalEis, OW 9733 1, USA Robert C. Petersen Stream and Benthic Ecology Group, Institute of Limnology, University of bund, 5-22! 1 08 Lund, Sweden Colbert E. Cushing Environmental Sciences Department, Battelle Pacific-Northwest Laboratories, Richland, WA 99352, USA Dale A. Bruns EC & C Idaho, dnc., Environmental Sciences Section, ddaho Falls, ID 834 15, USA Forestry Sciences Laboratory, United States Forest Service, Corvalbis, 88 9733 1, USA and Robin L. Vannote Stroud Water Research Center, Academy of Natural Sciences si Philadelphia, Avondale, PA 198 1 1, USA Minshall, G.We, K. W. Curnrnins, R. C. Petersen, C. E. Cushing, B. A. Bruns, J.R. SedeH, and W. %.Vannote. 1985. Developments in stream ecosystem theory. Can. J.Fish. Aquat. Sci. 42: 1045-1055. Four significant areas ~f thought, (I) the holistic approach, (2) the linkage between streams and their terrestrial setting, (3) material cycling in open systems, and (4) biotic interactions and integration of community ecology principles, have provided a basis for the further development of stream ecosystem theory. The River Continuum Concept (RCC) represents a synthesis of these ideas. Suggestions are made for clarifying, expanding, and refining the RCC to encompass broader spatial and temporal scales. Factors important in this regard include climate and geology, tributaries, location-specific lithology and geo- morphology, and long-term changes imposed by man. It appears that most riverine ecosystems can be accolr~modatedwithin this expanded conceptual framework and that the WCC continues to represent a useful paradigm for understanding and comparing the ecology of streams and rivers.
    [Show full text]
  • Some Actions for Sustainable Development – Sri Lanka
    Water-centric Inter-linkages Some Case Studies in Sri Lanka S.B Weerakoon1 - Water with Floods, Climate, Energy Cho Thanda Nyunt2 - Water with Climate Change Yoshimitsu Tajima3 - Water with Coastal Environment 1University of Peradeniya, Sri Lanka 2University of Tokyo, Japan 3University of Tokyo, Japan Rainfall Forecasting and Flood Inundation along the Lower Reach of Kelani River Basin under Changing Climate S.B Weerakoon1, Srikantha Herath2 , Gouri De Silva1 1Department of Civil Engineering, University of Peradeniya, Peradeniya, Sri Lanka 2United Nations University, Shibuya-ku, Tokyo, Japan Elevation distribution Flood inundation in Colombo(DEM) and suburbs create heavy economic damages 4 Kelani River Basin Region – Wet Zone Total Basin Area – 2,230 km2 Uppermost Elevation – 2,250 m Length of the River – 192 km Average Annual Rainfall – 2,400 mm Peak flow – 800-1500 m3/s Vegetation cover Upper basin – Tea, rubber, grass and forest Lower basin – heavily urbanized 1. Weather forecasting for flood warning Rainfall forecasting using downscaling of 72 hr climate model data by Weather Research and Forecasting (WRF) model - to provide early warning on rainfall and floods Application of Weather Research and Forecasting model (WRF model) Nesting option – 135/45/15/5 (4050 ×4050 / 1530 ×1395 / 465 ×465 / 245 ×260 ) with푘푚 input resolution푘 푚of 10 minutes 푘푚 푘푚 푘푚 Input data downloaded from NCAR web site WRF – short term rainfall forecasting Calibration – 21st November 2005 Validation – 27th and 28th April 2008, and 30th, 31st May and 1st June 2008 Justification Mean Absolute Model Error percentage % = × 푺푺푺푺푺푺푺푺푺 푹푺푺푹푹� − 푶푶푶푺푶푶 푹푺푺푹푹� 푴푴푴푴 ퟏퟏퟏퟏ 푶푶푶푺푶푶 푹푺푺푹푹� Calibration and validation Calibration Difference between WRF predictions and observed rainfall for the date 21st November 2005 Validation Difference between WRF predictions and observed rainfall for the date 27th April 2008 Validation Difference between WRF predictions and observed rainfall for the date 31st May 2008 Difference between WRF predictions and observed rainfall for the date 1st June 2008 2.
    [Show full text]
  • Presentations – Session 1
    OECD Conference on the Financial Management of Flood Risk Building financial resilience in a changing climate PRESENTATIONS – SESSION 1 12-13 May 2016 Paris, France OECD CONFERENCE ON THE FINANCIAL MANAGEMENT OF FLOOD RISK: PARIS, MAY 12-13TH 2016 THE EVOLVING NATURE OF FLOOD RISK (INTRODUCTION) Robert Muir-Wood RMS Chief Research Officer Copyright © 2016 Risk Management Solutions, Inc. All Rights Reserved. May 4, 2016 1 DIFFERENT CLASSES OF FLOODS Pluvial Fluvial Ice Dam Groundwater Storm Surge Damburst Copyright © 2016 Risk Management Solutions, Inc. All Rights Reserved. May 4, 2016 2 FLOODS ARE NATURAL… Copyright © 2016 Risk Management Solutions, Inc. All Rights Reserved. May 4, 2016 3 BUT FLOOD RISK IS PREDOMINATELY MAN MADE Copyright © 2016 Risk Management Solutions, Inc. All Rights Reserved. May 4, 2016 4 Thailand: 1990-2010 Industry Cluster Development Policy & 2011 Rainfall Wanted Large Areas of Cheap, Flat, Previously Undeveloped, Land. Close to Bangkok Copyright © 2016 Risk Management Solutions, Inc. All Rights Reserved. May 4, 2016 5 Thailand: 1990-2010 Industry Cluster Development Policy & 2011 Rainfall Wanted Large Areas of Cheap, Flat, Previously Navanakorn Industrial Estate Undeveloped, Land. Hi-Tech Industrial Estate Close to Bangkok Bang Pa-in Industrial Estate Copyright © 2016 Risk ManagementRojana SolutionIndustrials, Inc. Estate All Rights Reserved. May 4, 2016 6 COAST SPECIFIC EXPOSURE CATEGORIES PORTS HOTELS & CONDOS POWER PLANTS AIRPORTS REFINERIES MARINAS Copyright © 201420162015 Risk Management Solutions,Solutions, Inc.Inc All Rights Reserved. May 4, 2016 7 HOW PRICES FOR IDENTICAL HOUSES INCREASE AT THE COAST Data from Stone Harbor and Avalon, New Jersey 3 2002/2003 2.5 2 1.5 1 0.5 http://www.gradschool.psu.edu/diversity/ mcnair/papers2003/majorpdf/ 0 >2 blocks 2 blocks bayfront beach oceanfront back back block Copyright © 20142016 Risk Management Solutions,Solutions, Inc.Inc All Rights Reserved.
    [Show full text]